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| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification complete as per direction byE/I |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. complete as per direction byE/I |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section,-401. for Repair work complete as per direction byE/I |
| 4 | Providing, laying, spreding and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achive the desired density.complete as per Morth clause 401 complete as per direction byE/I |
| 5 | Providing and applying Prime coat with 60/70bitumen emulsion on prepared surface of granuler base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.including supply of all materials, labour and T&P etc .required to proper completion of the work as per Morth clause 502. complete as per direction byE/I |
| 6 | Providing and laying Dense graded bituminous macadam (40mm thick) with hot mix 100-120 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder @4.0 to 4.50% weight of total mix and filler, trnsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor controller to required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers to achived the desired compaction complete in all respects and as per relevent clauses of MORT & H section -507. complete as per direction byE/I |
| 7 | Providing & applying tack coat with VG 10 bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg/ sqm on the prepared bituminous/granular surface cleaned with mechnical broom.including supply of all materials, labour and T&P etc .required to proper completion of the work as per Morth clause 503. complete as per direction byE/I |
| 8 | Providing & laying 25 mm thick compacted S.D.B.C. with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder,@ 5.00 % weight of total mix and filler transporting the hot mix to work site, Laying with hydrostatic paver finisher with sensor controller to required grade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of MORT & H section-504 complete as per direction byE/I |
| 9 | Maintenance of Earth Shoulder(stripping excess soil) assuming average depth of stripping as 75mm, Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. complete as per direction byE/I |
| 10 | Brick edging on both side of road of 1st class bricks 8cm wide and 12cm. deep laid including Supply of all material labour, T&P etc. finished to the required template and in proper alignment and also including dressing & ramming the excavated earth as directed by E/I. |
| 11 | Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work including 50mm thick local sand bed as directed by Engineer-in- charge.As per direction by E/I |
| 12 | Dismantaling of CC Ramp/Floor including disposal of dismantaled material within 5km distance as per direction by E/I |
| 13 | Earth work in excavation in ordinary soil (loam, Clay or sand) i/c lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavaled earth in to the trenches or into the side of foundation trenches or into the plinth and removal and disposal of surplus earth. complete as per direction byE/I |
| 14 | Providing and laying of cement concrete in 1:4:8 (1 cement 4 C.sand 8 40mm stone balast) including supply of all materials labour T&P etc.complete with form work complete as per direction byE/I |
| 15 | Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work & as per direction by E/I. |
| 16 | 12mm thick plaster in 1:6 cement and coarse sand (F.M. 1.50 - 1.75 ) mortar, single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth No extra for mixing any additive with neat cement finished as per direction by E/I |
| 17 | R.C.C. work with cement approved coarse sand and 20mm gauge stone grit in the proportion of 1:1.5:3 in slabs excluding supply of reinforcement and excluding necessary centering & shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item complete as per direction byE/I |
| 18 | M..S. or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work complete as per direction byE/I |
| 19 | Centering and shuttering including strutting propping etc and removal of form for lintels, beams plinth beam, girders, bressumers and cantilevers complete as per direction byE/I |
| 20 | Cleaning of exiting drain including sweeping work, collection of garbage disposal of malwa complete as per direction byE/I |
| 21 | Disposal of surplus earth including loading, unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto 5 Km within the scheme and from the site of work and also including leveling and dressing of surface in required level and slope. complete as per direction byE/I Please Enable Macros to View BoQ information |
